In　this　study,　four　1/5　scaled　shaking　table　tests　were　conducted　to　investigate　the　seismic　performance　of　recycled　concrete　frame-shear　wall　structures　with　different　recycled　aggregates　replacement　rates　and　concealed　bracing　detail.　The　four　tested　structures　included　one　normal　concrete　model,　one　recycled　coarse　aggregate　concrete　model,　and　two　recycled　coarse　and　fine　aggregate　concrete　models　with　or　without　concealed　bracings　inside　the　shear　walls.　The　dynamic　characteristics,　dynamic　response　and　failure　mode　of　each　model　were　compared　and　analyzed.　Finite　element　models　were　also　developed　and　nonlinear　time-history　response　analysis　was　conducted.　The　test　and　analysis　results　show　that　the　seismic　performance　of　the　recycled　coarse　aggregate　concrete　frame-shear　wall　structure　is　slightly　worse　than　the　normal　concrete　structure.　The　seismic　resistance　capacity　of　the　recycled　concrete　frame-shear　wall　structure　can　be　greatly　improved　by　setting　up　concealed　bracings　inside　the　walls.　With　appropriate　design,　the　recycled　coarse　aggregate　concrete　frame-shear　wall　structure　and　recycled　concrete　structure　with　concealed　bracings　inside　the　walls　can　be　applied　in　buildings.